Environmental Engineering Reference
In-Depth Information
D
r
ij
)
is a dimensionless weight function. The random force disperses the heat originated
by the dissipative force and converts it into Brownian motion by keeping the local
temperature
T
constant. It is expressed as:
ʳ
is the dissipation constant,
v
ij
=
v
i
−
ˉ
(
where
v
j
is the relative velocity, and
F
ij
R
=−
˃ˉ
(
r
ij
)
ʾ
ij
ˆ
e
ij
(7)
/
√
ʴ
t
)
with
ʾ
ij
=
ʸ
ij
(
1
, where
ʸ
ij
is a random Gaussian number with zero mean and
unit variance and
ʴ
t
is the integration time-step. As it has been pointed out before
these two forces are related as
r
ij
)
2
.
Finally, conservative forces account for local hydrostatic pressure and are of the
form
r
ij
)
=
ˉ
D
R
ˉ
(
(
a
ij
ˉ
c
(
r
ij
)
ˆ
e
ij
,(
r
ij
<
r
c
)
F
ij
=
(8)
0
,
(
r
ij
≥
r
c
).
In this equation,
a
ij
is a very important parameter because it represents the maximum
repulsion between particles
i
and
j
and a good parametrization of this is essential to
obtain a realistic representation of our systems. In addition,
r
ij
=
r
i
−
r
j
,
r
ij
=|
r
ij
|
,
and
ˆ
e
ij
=
r
ij
/
r
ij
, where
r
i
is the position of particle
i
and the weight function is
c
given by
r
c
. If an adequate parametrization of the
a
ij
value is
stabilized it is possible to obtain a very good representation of the structure of many
complex fluids.
ˉ
(
r
ij
)
=
1
−
r
ij
/
3 Simulations and Visualization
In this section, we present some pictures obtained by the visual study of polymeric
and non-polymeric fluid flow simulations through different porous media using the
Smoothed Particle Hydrodynamics (SPH) and the Dissipative Particle Dynamics
(DPD) methodologies. A complete description of the pictures is given in their cor-
responding figure captions. (see Figs.
1
,
2
,
3
,
4
)
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